Analysis of Structures Homework: Find Forces on Member AD

AI Thread Summary
The discussion focuses on analyzing the forces on member AD of a structure involving three members and a pulley system. The original poster struggled with calculating the forces, particularly why the book's answers for Ax, Ay, Dx, and Dy were different from their calculations. Key advice included summing moments about point A and considering support reactions before analyzing individual members, as the structure is not a simple truss. The poster eventually realized their mistake in treating the system as a truss and successfully resolved the problem by analyzing the entire frame. This led to a better understanding of structural analysis and correct force calculations.
Meta14
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Homework Statement


A structure is made of 3 members, AD, AC, and BD (as shown in the attached image). A and B are NOT directly connected. There is also a pulley attached to D with radius 0.15 m. 1 end of the cable is attached to a 500 N weight, the other on is fixed in a horizontal sense. A is on a frictionless pin support. C is on a roller support; its line of action is directed along the y-axis. There is also a 300 N force directed downwards in the center of AD. Determine the forces on member AD.


Homework Equations


Sum of forces in the X = 0
Sum of forces in the Y = 0
Sum of moments about a point = 0


The Attempt at a Solution


I took the reaction on the center of D, which is +500 N in both the X and Y, then applied this force on member BD, reversing its sense. B is the only other point, therefore the forces on point B will be equal to the forces on D, reversed in sense. Then I moved to member AC. At B there is 500 N down, 500 N left. I took the moment about A: -500(.5) + Cy(1.0), Cy = +250 N, therefore Ay = -250 N, and Ax = +500 N.

At this point I got stuck because I just don't understand why the book gives the answer as "On AD: Ax = -300 N, Ay = 0 N, Dx = +300 N, and Dy = +300 N". So it became pretty clear I did something wrong. I've been moving the numbers around in my head but I don't get how the book got 300 N as a magnitude for any force of Dx or Dy. There's probably something simple I'm missing.

Any help is appreciated.
 

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The diagram attached to your post has members AB, BC, and BD. I see no member AD. Is your diagram correct?
 
Member BD is 1 structure, and the L-shaped AD is another structure. A and B are not directly connected. Sorry for the confusion. I don't have a scanner so I couldn't just scan the picture.

EDIT: I uploaded another image. Hopefully this one clears up any confusion.
 
Last edited:
Meta14 said:

Homework Statement


A structure is made of 3 members, AD, AC, and BD (as shown in the attached image). A and B are NOT directly connected. There is also a pulley attached to D with radius 0.15 m. 1 end of the cable is attached to a 500 N weight, the other on is fixed in a horizontal sense. A is on a frictionless pin support. C is on a roller support; its line of action is directed along the y-axis. There is also a 300 N force directed downwards in the center of AD. Determine the forces on member AD.


Homework Equations


Sum of forces in the X = 0
Sum of forces in the Y = 0
Sum of moments about a point = 0


The Attempt at a Solution


I took the reaction on the center of D, which is +500 N in both the X and Y, then applied this force on member BD, reversing its sense.
But this force is applied on both BD and AD
B is the only other point, therefore the forces on point B will be equal to the forces on D, reversed in sense. Then I moved to member AC. At B there is 500 N down, 500 N left.
No, not correct; you are assuming the pulley load at D all goes into BD. Not true because you have shear forces in AD. This is not a truss.
,I took the moment about A: -500(.5) + Cy(1.0), Cy = +250 N, therefore Ay = -250 N, and Ax = +100 N.

At this point I got stuck because I just don't understand why the book gives the answer as "On AD: Ax = -300 N, Ay = 0 N, Dx = +300 N, and Dy = +300 N". So it became pretty clear I did something wrong. I've been moving the numbers around in my head but I don't get how the book got 300 N as a magnitude for any force of Dx or Dy. There's probably something simple I'm missing.

Any help is appreciated.
It is almost always best to find support reactions first before taking apart the frame. Look at the entire frame and sum moments about A. Solve for Cy, then Ax and Ay. Now look at AC in a FBD and solve for BD. BD is a 2-force member.
 
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PhanthomJay said:
But this force is applied on both BD and AD

No, not correct; you are assuming the pulley load at D all goes into BD. Not true because you have shear forces in AD. This is not a truss. It is almost always best to find support reactions first before taking apart the frame. Look at the entire frame and sum moments about A. Solve for Cy, then Ax and Ay. Now look at AC in a FBD and solve for BD. BD is a 2-force member.

Thank you, I managed to figure it out. You were right, I was treating it like a truss for some reason, and kept getting weird answers. I eventually just took apart the entire frame pin by pin, member by member. It helped me understand frames better, and I managed to get the correct answer eventually.
 

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